Phân tích độ ổn định cho mái dốc hai lớp đất bằng phương pháp giảm cường độ

Baker R, Shukha R, Operstein V, Frydman S (2006) Stability charts for pseudo-static slope stability analysis. Soil Dyn Earthq Eng 26(9):813–823 Binesh SM, Raei S (2014) Upper bound limit analysis of cohesive soils using mesh-free method. Geomechanics and Geoengineering 9(4):265–278 Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17 Carrión M, Vargas EA, Velloso RQ, Farfan AD (2017) Slope stability analysis in 3D using numerical limit analysis (NLA) and elasto-plastic analysis (EPA). Geomech Geoeng 12(4):250–265 Chatterjee D, Murali Krishna A (2018) Stability analysis of two-layered non-homogeneous slopes. Int J Geotech Eng. 15:1–7 Chen WF (1975) Limit analysis and soil plasticity. Elsevier, Amsterdam Chen WF, Snitbhan N, Fang HY (1975) Stability of slopes in anisotropic, nonhomogeneous soils. Can Geotech J 12(1):146–152 Chen ZY, Morgenstern NR (1983) Extensions to the generalized method of slices for stability analysis. Can Geotech J 20(1):104–119 Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput Geotech 34(3):137–150 Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840 Duncan JM (1996) State of the art: limit equilibrium and finite-element analysis of slopes. J Geotech Eng 122(7):577–596 Fellenius W (1936) Calculation of stability of earth dam. In Transactions. 2nd Congress Large Dams. Washington, DC 4:445–462 Fu W, Liao Y (2010) Non-linear shear strength reduction technique in slope stability calculation. Comput Geotech 37(3):288–298 Gens A, Hutchinson JN, Cavounidis S (1988) Three-dimensional analysis of slides in cohesive soils. Geotechnique 38(1):1–23 Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Geotechnique 49(3):387–403 Griffiths DV, Marquez RM (2007) Three-dimensional slope stability analysis by elasto-plastic finite elements. Geotechnique 57(6):537–546 Hammouri NA, Malkawi AIH, Yamin MM (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Env 67(4):471–478 Han CY, Chen JJ, Xia XH, Wang JH (2014) Three-dimensional stability analysis of anisotropic and non-homogeneous slopes using limit analysis. J Central South Univ 21(3):1142–1147 Janbu N (1954) Application of composite slip surface for stability analysis. Proc Eur Conference Stability Earth Slopes Sweden 3:43–49 Kazemian T, Arvin MR (2019) Three-dimensional stability of locally loaded geocell-reinforced slopes by strength reduction method. Geomech Geoeng. pp. 1–17 Kim J, Salgado R, Yu HS (1999) Limit analysis of soil slopes subjected to pore-water pressures. J Geotech Geoenviron Eng 125(1):49–58 Krabbenhoft K, Lyamin AV (2015) Strength reduction finite-element limit analysis. Géotechnique Letters 5(4):250–253 Krahn J (2003) The 2001 RM Hardy Lecture: the limits of limit equilibrium analyses. Can Geotech J 40(3):643–660 Kumar J, Samui P (2006) Stability determination for layered soil slopes using the upper bound limit analysis. Geotech Geol Eng 24(6):1803–1819 Lane PA, Griffiths DV (2000) Assessment of stability of slopes under drawdown conditions. J Geotech Geoenviron Eng 126(5):443–450 Lechman JB, Griffiths DV (2000) Analysis of the progression of failure of earth slopes by finite elements. In: Griffiths DV et al., editors. Slope stability 2000 –proceedings of sessions of geo-Denver 250–265. Li AJ, Merifield RS, Lyamin AV (2009) Limit analysis solutions for three dimensional undrained slopes. Comput Geotech 36(8):1330–1351 Li AJ, Merifield RS, Lyamin AV (2010) Three-dimensional stability charts for slopes based on limit analysis methods. Can Geotech J 47(12):1316–1334 Lim K, Li AJ, Lyamin AV (2015) Three-dimensional slope stability assessment of two-layered undrained clay. Comput Geotech 70:1–17 Liu ZQ, Zhou CY, Dong LG, Tan XS, Deng YM (2005) Slope stability and strengthening analysis by strength reduction FEM. Yantu Lixue (Rock Soil Mech) 26(4):558–561 Matsui T, San KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32(1):59–70 Michalowski RL (2002) Stability charts for uniform slopes. J Geotech Geoenviron Eng 128(4):351–355 Morgenstern NU, Price VE (1965) The analysis of the stability of general slip surfaces. Geotechnique 15(1):79–93 Naylor DJ (1981) Finite elements and slope stability. Proceedings of the NATO Advanced Study Institute, Lisbon, Portugal, Numerecical Methods in Geomechanics. pp 229–244 Ni P, Wang S, Zhang S, Mei L (2016) Response of heterogeneous slopes to increased surcharge load. Comput Geotech 78:99–109 Optum G2, Version: 2018.06.08 (academic license) Optum Computational Engineering, Copenhagen, Denmark. Qian ZG, Li AJ, Merifield RS, Lyamin AV (2014) Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods. Int J Geomech 15(3):1–14 Sarkar S, Chakraborty M (2019) Pseudostatic Slope stability analysis in two-layered soil by using variational method. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (7th ICEGE, Rome) 4857–4864. Sarma SK (1973) Stability analysis of embankments and slopes. Geotechnique 23(3):423–433 Sazzad MM, Moni MM (2017) Stability analysis of slopes for homogeneous and layered soil by FEM. J Eng Sci 08(1):51–62 Sazzad MM, Mazumder S, Moni MM (2015) Seismic stability analysis of homogeneous and layered soil slopes by LEM. Int J Comput Appl 117(22):17 Shiau JS, Merifield RS, Lyamin AV, Sloan SW (2011) Undrained stability of footings on slopes. Int J Geomech 11(5):381–390 Sloan SW (2011) Geotechnical stability analysis. Géotechnique 63(7):531–571 Spencer E (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique 17(1):11–26 Sternik K (2013) Comparison of slope stability predictions by gravity increase and shear strength reduction methods. Czasopismo Techniczne. Środowisko 110(1-S):121–130 Taylor DW (1937) Stability of earth slopes. J Boston Soc Civil Engineers 24(3):197–247 Tschuchnigg F, Schweiger HF, Sloan SW (2015) Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: numerical studies considering non-associated plasticity. Comput Geotech 70:169–177 Yu HS, Salgado R, Sloan SW, Kim JM (1998) Limit analysis versus limit equilibrium for slope stability. J Geotech Geoenviron Eng 124(1):1–11 Zaki A (1999) Slope stability analysis overview. University of Toronto, Toronto Zhao SY, Zheng YR, Zhang YF (2005) Study on slope failure criterion in strength reduction finite element method. Rock Soil Mech 2:332–336 Zheng H, Sun G, Liu D (2009) A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique. Comput Geotech 36(1–2):1–5 Zienkiewicz OC, Humpheson C, Lewis RW (1975) Associated and nonassociated visco-plasticity and plasticity in soil mechanics. Geotechnique 25(4):671–689